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<br /> GENERAL NOTES: N610 452000E W ,� 4 9 \
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<br /> 1. THESE PLANS SHOW EXISTING FEATURES INCLUDING BUT NOT LIMITED TO TREES, UTILITIES, AND ` N o'9 27 11
<br /> STRUCTURES THAT MAY BE AFFECTED BY THE CONSTRUCTION OR PLACEMENT OF THE PROPOSED ` / �0 10
<br /> ENGINEERED IMPROVEMENTS. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE ENGINEER IF THERE G0 /w ,
<br /> ARE ANY EXISTING FEATURES, WHETHER SHOWN OR NOT SHOWN ON THESE PLANS, THAT COULD IN ANY 7 / R2 5.00 0 6 \ 9
<br /> WAY BE IN POTENTIAL CONFLICT WITH THE DESIGN OF THESE PLANS.ALL WORK WITHIN THE VICINITY OF AnO� \ 28 49
<br /> A POTENTIAL CONFLICT SHALL CEASE UNTIL AN ADEQUATE AND APPROPRIATE SOLUTION IS DETERMINED
<br /> BY THE ENGINEER AND APPROVED BY THE PUBLIC WORKS DEPARTMENT.
<br /> 2. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT 5 9 12
<br /> SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT PROJECT a \
<br /> ENGINEER, FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. \ ` - 13 BEACH
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<br /> 3. QUALITY CONTROL PLAN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING THE QUALITY OF / 7 - 5 ACCESS
<br /> MATERIAL ENTERING THE WORK AND THE WORK PERFORMED, AND SHALL PERFORM TESTING TO ENSURE s�Q 9.4 30 ' 0 WALKWAY
<br /> CONTROL. PRIOR TO START OF WORK THE CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN THAT spa a
<br /> MUST DESCRIBE THE METHODS AND FREQUENCY OF TESTING, IMPLEMENTATION OF CORRECTIVE s, - 14
<br /> ACTIONS AS NECESSARY,AND REPORTING OF TEST RESULTS, SPECIFIC TO EACH MATERIAL TO BE USED. 5.00
<br /> 31 11 � ' \
<br /> 4. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO s, \ 02
<br /> 15
<br /> CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS, STAMPED AND DISTRIBUTED BY / -9 o So9 d R20.00'
<br /> THE ENGINEERING SERVICES DIVISION, PRIOR TO ACCEPTANCE OF THE WORK AS COMPLETE. soe 7,
<br /> 5. NO TREES SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BE REMOVED ON THE \cN
<br /> IMPROVEMENT PLANS. IF ANY TREES ARE TO BE REMOVED, THE IMPROVEMENT PLANS MUST BE S o
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<br /> REVIEWED AND ACKNOWLEDGED BY THE COMMUNITY DEVELOPMENT DEPARTMENT. ALL TREES
<br /> CONFLICTING WITH GRADING, UTILITIES, OR OTHER IMPROVEMENTS, OR OVERHANGING THE SIDEWALK
<br /> OR PAVEMENT SO AS TO FORM A NUISANCE OR HAZARD, SHALL BE TRIMMED, PROPERLY TREATED AND / 39 .9 0� 17
<br /> SEALED.A TREE PERMIT MAY BE NECESSARY AND CAN BE OBTAINED FROM THE COMMUNITY / O 00, s
<br /> DEVELOPMENT DEPARTMENT.
<br /> 6. COMPACTION REQUIREMENTS (RELATIVE DENSITY PER ASTM D-1557): 0 18 0 IL w Z o
<br /> A. EXISTING SUBGRADE: 90% IN THE TOP 12" FROM NATIVE OR CUT SURFACE \ 0 50 2 Q Lu Lo
<br /> 19
<br /> B. TRENCH BACKFILL: o > 0_ J M
<br /> 1. IN PUBLIC RIGHT-OF-WAY: PER CITY STANDARDS o 0 0 19 \ a Caj
<br /> 2. IN LANDSCAPED AREAS: 85% IN THE TOP 12" FROM FINISHED GRADE, 90% BELOW 12" FROM LEVE \ J Lu 00
<br /> FINISH GRADE. SLOPE TOE a w W
<br /> 3. IN BUILDING PADS: 90% FULL DEPT \ S 0 0
<br /> C. ROAD RIGHT-OF-WAYS: LEVEE TOE 10'SETBACK S y
<br /> 1. PER CITY STANDARDS <�`sS \ S 1\ 5 o
<br /> 2. IN PARKWAYS: 90% MIN. IN THE TOP 6" FROM FINISH GRADE, 85% BELOW 6" FROM FINISH \ \ S \ \\ 21 \ \ 0
<br /> GRADE.
<br /> 7. APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR \
<br /> BEFORE COMMENCEMENT OF CONSTRUCTION. \\ 10 2 o"
<br /> 8. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SS / 01 \
<br /> CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACT WILL BE REQUIRED TO ASSUME SOLE AND O \ \
<br /> COMPLETE RESPONSIBILITY FOR JOB SITE WORKING HOURS,AND CONSTRUCTION CONTRACTOR
<br /> 3
<br /> FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY
<br /> AND ALL CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF
<br /> ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND \
<br /> NOT BE LIMITED TO NORMAL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 0 LEVEE o 0 501.08 24 492.1s
<br /> WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN KEYNOTES: I SLOPE o� 11 Z7
<br /> PROFESSIONAL.
<br /> 9. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY TO ALLEGED STAKING 5 .46 ,S o
<br /> ERROR, THE CONTRACTOR SHALL NOTIFY RIDGELINE ENGINEERING FOR RE-STAKING AND VERIFICATION 1. (E) WELL \ 1 a o F��9 3 13 1
<br /> OF PREVIOUS STAKING. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO NOTIFICATION, OR IF THE 2. (E) WELL 150 BUFFER �"� o A(�K ' ° v
<br /> ORIGINIAL STAKING IS DONE BY OTHERS, RIDGELINE ENGINEERING ASSUMES NO LIABILITIES FOR THE 3. 24' WIDE TWO-WAY ASPHALT ROAD - I - `��'� 9 zo wo
<br /> COSTS INCURRED FOR THIS WORK.WHERE IT HAS BEEN DETERMINED THAT ANY CORRECTIVE ACTION - �762 0
<br /> 4. 24' WIDE TWO-WAY GRAVEL ROAD \ S88°21' "E -�ooz� 6 Q�s - - _ 0
<br /> WILL REQUIRE FINANCIAL PARTICIPATION BY RIDGELINE ENGINEERING, THAT AMOUNT SHALL BE AGREED R5.00' N 0
<br /> TO BY RIDGELINE ENGINEERING IN WRITING PRIOR TO TAKING CORRECTIVE ACTION. FAILURE TO OBTAIN 5. 16' WIDE ONE-WAY GRAVEL ROAD �o w a
<br /> WRITTEN ACCEPTANCE BY RIDGELINE ENGINEERING WILL NEGATE ALL REQUIREMENTS OF OUR 6. PULL-IN RV SPACE PER DETAIL 1, SHEET C1.1 \ 500.68 0
<br /> FINANCIAL ASSISTANCE. 7. PULL-THROUGH RV SPACE PER DETAIL 2, SHEET C1.1 0 af
<br /> 10. RIDGELINE ENGINEERING HAS EXERCISED A REASONABLE AND ACCEPTABLE STANDARD OF CARE IN THE 8. OPEN SPACE: PICNIC AREA, SEE SHEET C1.1 FOR QUANTITIES \ 500.81
<br /> PREPARATION OF THESE PLANS. HOWEVER, THE DESIGN PROCESS INCLUDES ACTIVITIES OCCURRING 9. OPEN SPACE: BEACH AREA, SEE SHEET C1.1 FOR QUANTITIES \ / 501.69 p }
<br /> AFTER PLAN SIGNATURE. THESE ACTIVITIES INCLUDE CALCULATION, PLAN CHECK AND VERIFICATIONS 10. SEPTIC AND TRASH DISPOSAL AREA. Z o
<br /> DURING TE CONSTRUCTION. SHOULD PERSONS OTHER THAN RIDGELINE ENGINEERING PERFORM THE \ PROJECT NO.: 22E-022
<br /> CONSTRUCTION STAKING OPERATIONS, THEY SHALL INDEMNIFY THE RIDGELINE ENGINEERING FROM ANY 11. 12' SITE LIGHT, SEE ELECTRICAL PLANS FOR ADDITIONAL 501.14 0
<br /> DETAILS \ DRAWN BY: MA 01
<br /> DAMAGES RESULTING FROM FAILURE TO PERFORM THESE TASKS OR ANY EXPENSE OR DAMAGE RW CHECKED BY: JB\ � �
<br /> RESULTING FROM OMISSION OR ERROR CONTAINED IN THE PLANS WHICH WOULD REASONABLY HAVE 12. LEVEE TOE SETBACK, ALL UTILITIES AND SITE FLATWORK TO BE 2 � N
<br /> BEEN DISCOVERED AND CORRECTED BY RIDGELINE ENGINEERING. CLEAR OF 10' LEVEE TOE SETBACK LINE. \ DATE: 7/23/2026 N
<br /> 11-1
<br /> 11. ALL APPLICABLE, CLEANOUTS, VALVE BOXES, PULL BOXES AND RELATED APPURTENANCE SUBJECTED TO / SHEET NO.: N
<br /> VEHICULAR WHEEL LOADING SHALL BE CONSTRUCTED WITH A TRAFFIC (H20) LOAD RATING.
<br /> 12. THE CONTRACTOR SHALL IMPLEMENT B.M.P. TO CONTROL ALL SOIL AND DUST FROM LEAVING THE SITE. c 1 ■0 0
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<br /> SHEET: 3 OF 7
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<br /> 22E022_C1.0-Site.dwg ARCH D 24X36
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